Lateral load patterns for the conceptual seismic design of frames exposed to near-fault ground motions

8th US National Conference on Earthquake Engineering 2006

Volumn 6, Issue , 2006, Pages 3408-3417

  Park, Kyungha ^a   Medina, Ricardo A ^a  

^a UNIVERSITY OF MARYLAND   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DESIGN LOAD; DESIGN PROVISIONS; DUCTILITY RATIO; FRAME STRUCTURE; FUNDAMENTAL PERIOD; GROUND MOTIONS; INELASTIC BEHAVIOR; LATERAL LOADS; MEMBER STRENGTH; MOMENT-RESISTING FRAMES; NEAR FAULT GROUND MOTION; OPTIMUM DESIGNS; PULSE PERIOD; STRUCTURAL DAMAGES; TARGET LEVELS; UNIFORM DISTRIBUTION;

CIVIL ENGINEERING; CONCEPTUAL DESIGN; DUCTILITY; ENGINEERING GEOLOGY; STRUCTURAL FRAMES;

SEISMIC DESIGN;

EID: 84865859177     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. Somerville, P.G., Smith, N.F., Graves, R.W., and Abrahamson, N.A., 1997. Modification of empiricalstrong ground motion attenuation relations to include the amplitude and duration effects ofrupture directivity, Seismological Research Letters, 68(1), 199-222.
2. Hall, J., Heaton, T., Halling, M., and Wald, D., 1995. Near-source ground motion and its effects onflexible buildings, Earthquake Spectra, 11(4), 569-605.
3. Bozorgnia, Y. and Bertero, V.V., 2002. Damage spectra: characteristics and applications for seismic risk, Journal of Structural engineering, 129, 1330-1340. (Pubitemid 40000990)
4. Park, J., Fenves, G.L., and Stojadinovic, B., 2004. Spatial distribution of response of multi-story structuresfor simulated ground motions, Proceedings of 13th World Conference on EarthquakeEngineering, No. 1545.
5. Park, J., 2004. Parallel simulation of structural performance in earthquakes, Ph.D. Thesis, University ofCalifornia, Berkeley.
6. Bao, H., Bielak, J., Ghattas, O., Kallivokas, L.F., O'Hallaron, D.R., Shewchuck, J.R., and Xu, J., 1998.Large scale simulation of elastic wave propogation in heterogeneous media on parallel computers, Computer Method in Applied Mechanics and Engineering, 152, 85-102.
7. Bertero, V.V., Anderson, J.C., and Krawinkler, H., 1994. Performance of steel building structures duringthe Northridge earthquake, Technical Report UBC/EERC 94/09, Earthquake EngineeringResearch Center, University of California, Berkeley, CA.
8. Nakashima, M., Inoue, K., and Tada, M., 1998. Classification of damage to steel buildings observed in the1995 hyogoken-nanbu earthquake, Journal of Engineering Structures, 20(4-6), 271-281.
9. ICBO 1997. UBC - Uniform Building Code, Prepared by International Conference of Building Officials, Whittier, CA.
10. Abrahamson, N.A., and Silva, W.J., 1997. Equation for estimating horizontal response spectra and peakacceleration from western North America earthquakes: A summary of recent work, SeismologicalResearch Letters, 68(1), 94-127.